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AND MOISTURE CONTENT 


Metz Reference Room 
Civil Enginesring Department, 
B106 C. EH. Building 

‘ University of Illinois 
Urbana, Illinois 61801 


THESIS ° 


| "SUBMITTED IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE 
OF MASTER OF SCIENCE IN CIVIL ENGINEERING IN THE GRADUATE 
SCHOOL OF THE UNIVERSITY OF ILLINOIS, 1925 


_ UNIVERSITY OFILLINOIS 


| LIBRARY 
“ AT URBANA-CHAMPAIGN 
‘ ENGINEERING 


URBANA, ILLINOIS 


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BY 
py NS -ILMAR OSCAR JAHLSTROM ye 
B. S. State College of Washington, 1923 ety 
\ . 
ve 


Kis deus 


SHRINKAGE OF CONCRETE DUE TO CHANGE IN TEMPERATURE 


~ 


i. 


SHRINKAGE OF CONCRETE DUE TO CHANGE IN TEMPERATURBE 
AND MOISTURE CONTENT 


BY 


ILMAR OSCAR JAHLSTROM 
B. S. State College of Washington, 1923 


THESIS 


SUBMITTED IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE 
OF MASTER OF SCIENCE IN CIVIL ENGINEERING IN THE GRADUATE 
SCHOOL OF THE UNIVERSITY OF ILLINOIS, 1925 


URBANA, ILLINOIS 


Digitized by the Internet Archive 
in 2022 with funding from 
University of Illinois Uroana-Champaign Alternates 


https://archive.org/details/shrinkageofconcrOOjahl 


TABLE OF conTEnTS | 
Page 


Le Pralicinory | BG 
Ry Historiont Gorcury of Previous Tnvestigeiiane 4 
| be Obj oot end Goope of Present Inveeticai ion we 
| &y Aoknowledgnent as 
| * MATERIALS, SPSCINENS AND METOD OF TAKING READINGS 

1, Materials pe 
. | Se Soeeimene end Their Preparation | 20 
; Se Gonditions of Eaposure ar 
&, Apparatus | | 355 
Ge Readings | : des 
| , oe Auxtd tory Seecinens oe 
7. Qoefficien?t of Excanesion Seeotmens 4a 
RIMMNTAL DATA AND DISGUSSTON | 
i, Explanation of Piguree 4? 
&, Sxplonetion of Phote graphs | 49 
$3. Explanetion of Tevles t 6g 
&, Explenctiion of Curve Diagrasa : #8 


&. Phonesena ef Toate 3 a2 
Oe Anelyoie of Shr inkage Styroceos bg 


(a) Competicon of Surfece and Core y 
BRoagureoents oo 


(») Therm Coofficions of Conarate Se 
(so) Shrintace Stresece in Bicol - Ga 


{a S€Ceot of Moiavere Content upon | 
Shr inkams GE Vener ete §5 


Pe Summary | « 
iV BEBLTocAarity : 107 


f 
: 

Di eae es 

‘ih, a ag 
Aaa 
ew ,, Pee : ’ » 


Pe 


if Oe 


he 
ie 
& 


: ? ? 


LIST OF TAPLES 


he Thoread Qoett totont of Bxpanodon 


Expansion Goolficient 
‘Shrinkage Goeiiicient 

Sieve Anolysis ef Gravel 

Sieve Anolyois of Sond 

Tension Test of Sand 

Determination ef Coulfigient of Eapana ion 


LIST OF DEAGHANS — 

Control Cylinder ie 
Aince Dind Specimen A 
Amea Disk Specimen B 
Sivein Oouse Conarete Svecinen & 

a # o Ca BR 

. * Hteol ® A 
Avarova Gurvea Speaimen A 

r) ° # B 
Goin ond Loea in Noisture Specimen A 

we ” tt ® 8 


fecperature of Conorcte ae 


" it " * 


Tenvilie Arch Dinerans 


Me 


a a 


i 


A toad 4 fe ih OM 


: i. " speatcen A (clove w) 


mane e’ 2. Sti Weset, oe aA Ce RP , Pe 


S Or BORGIUEY Gee SO OME he 


inwh 


aah 4 


pais, gray for turing sooe Died Roost 


st 


ah begaene 
med 


ah 


ZT, IsTRODUCTION. 


2, Preliminary 

The use of concrete hae grown to such an extent in recent 
years that a better knowledge of ite behavior under temperature and 
moisture changes is needed, 

Concrete, like steel, expande and oontracts with changes 
in temperature. The thermal coefficient of steel is practically 
uniform, while that of concrete varies with the richness of the 
mixture. 

Investigations show that concrete contracts when thez is 
® lose in moisture, and expands when there is an absorption of 
dutehure:. This phenomenon of concrete deforming under different 
conditions of moisture content is of great importance in large 
concrete structuree, such as arches. What stresses this deformation 
of the concrete due to moisture changes produces in an ereh, for 
example, is not known at present, 

At present investigations are being wade to study the 
effect of moisture content on concrete. With more information in 
fegard to changes produced in concrete due to temperature and 
moisture variations, valuable data useful in the design of concrete 


wtructures will be added to the present meagre knowledge. 


Bee, “iV FR 
ipo R 7 ai : _¥ te “yd + »¥ Ln 73 @ tie eV COnre o Yo env @ , \ 
4 Se 


no te ( Pepe 
bos VL. 
' we « _ 4 .* ely tf} Sie M 
| Nas 


coo eat \eandeteg 


oa “uvelor te sods ta 


a, 

“aocwvirs ster 

* Le : 

’ Sib Us sod of FL UIAD edt % 
i. ne 7 2 
a vat Soh a2 ,8 gee 

; ; 
be | tovpotg BA et 

rag « a i-th) 2 


vt ae 
a . , ° a wee 
) Oe Veet aon, bree om T8 tam’ 
a | Ree 
= , “a @ &° 2a Ge eas 


SULDEING OS iasicav «¢ : 


‘in water expanded and contracted when expoaed to oif, 


ibe 


34 HISTORICAL SUMMARY OF PREVIOUS ODSERVATIONS 


: 


In the following paces « tric? eusmary of the 
observations eeade on the contrastion and expancion of conerete due 
to varying seistare content will be civen. 

Articles by the authors referved to can be found in 
the bibliostaphy. | 


One of the earliest exyerimenta alone this line was 

Made jointly by Eserson and Peatody, students at the Cause Senesi 
of Applied Golense, Although thelr experiments were not on « 
laggee gcele they showed quaiitatively the setion of sonorete when 
iemersea in water and when Grieg in alr. They found that oonorete 

“ In those teste as in aloost eli the following, $e oises 
ef the apeciamme were Gmoli, Eaergon used apeolacns % ine by G in. 
by 39 in, in size. | 


As Ry Binney sade observations on the effect oi 
temperature on & blegk ef granite cunatele 190 ft, long ond one 
foes aquere im ofees geatians 34 was Dullt to feat on rollers and 
free to expand in 21 Ajvosticna, Movement of the blogs wae 
Meiguyod vy vernivra attaghea toe the ends ond mov Lag azainat 
pillere detoohsd from the block iieelé, Readings were token over 
® poxiod of thrwe yeata, It was noted that the expansion ond con 
tragtion of the sonerete was greotly influenged by the condition 


oe) =a ewe 


Oe 


of the atuoephere, in wet Genther the expansion duc to absorption 
of noisture wag often oo ouch aa thet due te euener heut, Taking 
the average of a1] conditiona in various states of weather, the 
expane fon Whee Ge90GERS inoh for & rise in Sonperature oF " ¥. 
for % ies 100 Pte long and i ft. SQUAT Gs 


fo observe the ebeorption of no ietare by oonerete, & 


 @8ke of conerete 1 ft, on & alice wae auspended vou & Stooleyard 


projecting through che wail of & eenll bud iding, oxpesing its 
6 a4. £t. te the weathers fn 24 hours a oadn in woicht of 2 Lbe. 


Vea notods 


His tests vere wade on wather emall epegimene. The 
tuets ineluded oben vovet tone on heat dacan’ and On mortars 
| The neat sexent bere 1 in, by i ins by 4 in, in ¢ise 
wore afied in a Food at shout the aan’ tcaperatare for 4 years, 
One thicd the ahr inknce geourred in the firet week, sorte than one 
holt in the first aonth and aleost ‘#ih in the first »our. A total 
ohF inkace af Oe8R8 percent wea noted in ‘ yoara, of Swhich 84-0 pare 


‘gent eoourred in the first your, Shrinkage at the od of tHe 


years was ‘praotitenily the sane for aged and fresh oenent. 

Beat oement were kept in water at a gonetant temperature 
for A el three ¥ eare Ghored en expansion of O407 « O06 peroent 
Gh the end of the first year and elicht expansion from Shen on. 
Katurel rock eouent showed an exponeion of 0049 percent. 

> fhe bass were then drica in aig at Room temperature Tor 
5 days, Tho larsest soentreation shown eae 3415 peroent and the 


gm llest Osh percent, Three cub of the four apeciwens gontrasted 


ginv't ern wae i 


he 
further than to the initial volume, hen again placed in water the 
expansion was rapid, in one day 90 gercent of the length, lost in 
contraction in 69 days drying, was recovered and expansion slowly 
continued until three of the four were longer than in the previous 
imaersion. Bars which ha@ shown almost no change under water from 
the first to the third year, dried out at a rate of 1,7 in, per 
100 ft. in air and in one day, when brought in contact with water, 
again expanded 1.6 in. per 100 ft. 

Tests were also made on a 1:3 mortar made of standard 

Ottawa sand. Eight bars of the same size as the others were used, 
Bars kept continually in water expanded during the first few weeks 
as much as .05 per cent; they contracted later and usually expanded 
again, the final expansion being not greater than .05 per cent, Bars 
kept continually in air showed greater volume changes than those 
kept in water, the contraction after three months averaging about 
0.0% percent and up to 0.10 percent. When the bars were changed 
from the dry state to a wet state and vice versa, the change in 
length was about 0.06 percent, The use of water proofing compound 
showed no favorable action when tried out, A compound bar composed 
of one layer of neat cement and one layer of 1:3 mortar expanded and 
contracted together but at different rates and degrees; the 
differential expansion varied from 00 - 6.15 percent, 


A. T. Goldbeck 
These tests were made by the Bureau of Public Roads, 
U. S. Department of Agriculture to determine effect of moisture on 


concrete, 


Jwt a ia 
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viwofs aolersexe Ara betevooet saw ,BAnysS eyab 8 nt a 
- ‘vera at? At amed? teutel eter tyot ade to 6erne ites. 
2% tetite cehmr-eiento ott becela uvedh AAG 


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bolzh ,s#ey bussit of? oF sides 


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veb eno af bees als al f 


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4% OOf seq .af Gt bencagee Ai 


satunde to ebae 100 :$ ¢ Bo ebes cals etew efeet 


Ape 


, row a@tervo off ec te eman ov to exad Fai beoe 


But Ol Fagii eas pats p.aeqxe to?av af yl Couns 28 e00 ial 


‘ % 


hobracxe mo tet: twoo yodt :fmeo 16a 20, 22 ger 
? ‘ero % 2D, medé x toe wmuled soltenscxe LIanJt od3 alee 
gato 9 -_ m bewods «tte al \ i Lesaidaoo > 
fucds arice&irove sddeoe te mokteuatiace ed? soem a < 


J ede cm? ,tamoteq O£,0 of qo Bam raped i 

tow ood | ‘ote few s of ofate yxb ot = 

} 

> naltoer: totew te een ef! , taeeteq 30.0 ducds oow ats 
ted Bete tuo be! iw gogtes aldexovat © | 

Bs Sh 

© woraem 7: taya( exo Lan tapepo Faen to tes i om 

atest gpeteltio ga tid rotitegot bet pent: 

785039 Cc 8 ~» h) ois bo lipy wo lensque rer 


ls Ps 
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to woouwl ed? YC Ghea STOW BPEeF Gi 


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7 

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sinuvaliow te tostie eakmtese. oF pre ietus op: oar 


a inne 
iu gor i a 


oe 


cslbet i 
¢ i ah 
» pha : ‘ay. 


Se 


2 ol preeerhiaen: of sonetete sere wood, o 19844 mix 
gi - uses man, ‘wf very vet and very ary goneieteneies, Plain 
ond Peinformaé apedinene wore teated, The porventage of etcol 
eee Wee 0,63, The specinens were 8 in, by @ in. im oroas section 
na & ft, lone ee ‘el 

; The apesiaens vere cured in aiy and in weter, Cortect~ 
i: on + "fons wore made for teaporature éiffovenves, Frow these teste the 
i a f “following gonglesions were drawn, A 14394 mixture GOREL Oa le more 
oe? fe than a 19636 aintere, and that the grester portion of the con 
slo 5, traction tokes pleve inside the giret theres senthe ond fully 0 
aa , ‘pereont in the fire% oonth, The ooxieuwn sentragtion in gix months 
| i 9400089 inoh per inch of length in 1¢43¢ concrete, The nah nats 
a gontraction for reinforced conerete wes 0.0005 inch per ineh of 
 Mongthy The apeoinen wader water expended var he vol — 
 Gpprominately 300901 ingh per inoh of Leneth, 


marine after one 
—e remaming cea annie constant, 


2 ni n e | | Mishois ana Notudienss muie obearve tions on the 

pepe, - tonperature ahances in two orehes, Tn oennechion with these a 
teat block of gonerete 10 iny by 3 ins by 36 in. wis aade to 

| detarmine ‘ahr inkage of the oonoerecte os weed in the aroh, A 14094 
ts was we eis The tost block was kept at uo songtant temperature 
cM hel Pe fox 199 gays, in waioh tine 16 B20%ed & Gh¥inkOge of 


ga see - Mattaien nae teste om one inkage and tine effects in 
Loree: const ote, The resulta of hig teste on shrinkage only 


oh 


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C6 52H, IG RRL elketindom RIG A 


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a > . ; hs "ay? , id 
- iG 4s fring ne Sys , ey i Sn te ; i 


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oTrr & Viwb.t el pir nae 


: al - 4 : n? & A Ht thet 


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ca 

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b : eal 7 
Ae) a ,Y aoe 


me 2a ittie ae 4) tee se ne tae 4 


fil wy 

t» ‘ « of ’ ° Se. Fr ve ¥ Pal 

.  veeye abel ta en erpiih tilt ealiimeaaala 
peu .'y ; 


ff 
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ie 


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7 = .2 } : : 4 7 F > wv a 4 ’ 
7 @ f ‘ : ; la) a ae Ud 
ai ri a . , > oe at 5 he } 


- 
- 


Ge 


WA be given here. A boom 4 ins by G in, by 46 ins exposed to 
aix after the fires day showed extremely rapid shrinkage during 
the firet month. A @lichs oxpensien in the summer was noted 
when moist air from the outeide wee allewed to enter thy roon. 
in winter ohrinkage again commenced due to the ary cir of the 
Foon and during the eleventh vonth showed « fapic vise, In one 
| year the shrinkage wae neurly 6.0005 ineh-por inchs 
| Observations were then eade on S$ beams < in, by 5 in. 
by 49 ine, Gf 29554 iliestone cororete with Uso percent reinforee- 
went. The beane were cured alike under wet sucka for 5 days, 
after hich one wee left oven to the olf, one kept 16 weeks under 
Set Gacka, end the other alternately severed ond epen, The beans 
were kopt im such & wey thet no other influenes exespt differ once 
ef eoisture content was present. It wee found from these tosis 
that the total ehrinkace wee independent ef the sendition of 
geuring; the specimens 612 being aliowed to ary out after the sixth 
ms "that they are 
feote uade on oylinders cured winklerly exvept/not 
‘Reswettod at the 190th day <r showed the following reaulte, 
Ave tHo sy. exposed eont inually to dry air i733 ib. per 
BV. WO oye ait, wes and dty 1815 in Me 
Avs two ays covered ftxet 9 days 2660 A par 
Gonslusions aftrived at as a reauls of spews Seer 
With witeriain and mixtures as used in these, it 
ie vate to preatet ® she itkose ef from Sto 1 ineh er sere in 


100 ft. when exposed to the ordinary apy air of & hoeted buildings 


it 
Pe 


_ 
.* ; 


It ig not certain when shrinkage will cease, however % to 2/3 ow 
shrinkage may be expected within 40 to 60 days after exposure to 
dry air, Curing conerete in a moist medium during the early stages 
seems to have no effect in reducing total shrinkage, the only effect 
being to retard the action; thie in eapite of the fact that the 
atrength of the conerete is materially increased by the treatment, 

Slight increases in moisture content will retard shrink- 
age and even cause swelling, which seems to warrant the belief that 
structures open to the elements would never show the same total 
ahrinkage found in these teste, Continual shrinkage in beams and 
slabe acts to produce an increasing deflection, though not to the 
gane extont as time yield, 


gS $: Gs <3 
1 adit Se PAAR Es wr 


Tests by Matsumoto at the University of Tllinoie on plain 


and reinforced concrete substantiate earlier tests, 

Observations on 30 specimens 2 in. by 3 in, by 2 in, in 
size, mortar and plain conerete, exposed to damp storage, dry room 
air and finally oven heat, showed that richer mixtures absorb more 
water and expand more than leaner ones, shrinkace is greater for 
mortars and rich concretes than leaner concretes, It was noted in 
the case of a 1:1 mortar that it contracted 0.025 percent in 70 
days although it contained more moisture than ite initial amount. 
The author concludes that the water which coos into conorete may 
exist in two different ways, either combined with cement in a 
chemical compound, or remaining in a state which effects the volume 
of the concrete, Glight contraction was also noted in concrete in 
which the moisture content wac kept uniform, 


| In a second set of teste on 24 specimens, half of 1:2 
mortar ond half 1:2:4 conerete, it was noted that dry concrete 


eatt—t0 tis ot f west pen ar dati te 0 
ot SIR RIMPRS a) tas ta eva ie) ot wit sia writ " is 


‘oyeto yineo @cly yychtih siddem felon « aa 


foetio ela off ,opeinieda intor gntasbes at pp ake 


tet? toc off be oftee at eldt pawtdes ett Bani 


tm <% od yo beaeeter!? ¢llaltotar ef etetoncs emf to 4 
Zz fit @netitoo ¢ llow ci eeewenon!t Pantie 


Peay 

- i] 
» 

& 


iew .pUifows suano move | 
oa ojimeets ed? af nego of 
.efeov enertey al Bawelt art 
wots giutont aa saudesq of efoe af 
i 
bfoky oul? an dnosxe 
otonged ok st, 
be wir ': @n ottoremia’ ye afasT 
,atead 1 Se l@apdudua oftotones 
a “f . vit ,al » OF ao emoltavsesd0 er 
33 = ,efetosreo aleiq has tation ,! 
10% sutale terol x | Beware 40: od aeyo yllonk? 2 
tot tason t oumtinias , » temgol nasts rom bam tne 
betor aew ai =, atom | mW eefetamoo fait bas 
, 2 wacom, CS0.9 Bere 72 ton) Sedecn Ist 2 Ye ae 
cv! nef? oventotow oxom Baptaiace tt fps fs 
SONOo ¢ pec Moite cotav ode Sade vehirs moc cons 
trues> dtie bentdmco tadtle yagee so@RsTTAb ¢ at 
# atootie doltw efote 2 ol grinkaoet Io _ bens : ake 
a | cuvoo oc] heten oata egaw aolbfantéaeo digtie . 


~ a. = ‘ 
Ws nies ree | jw 
.eavtiow dyed cew pena rit eer 


i 


ii 
9 


etd 30 ELA : anrenisce a #5 m afoot te havoos 4 aus 
SOW LOI eu tots betea eae ded Bs Foe o Sp53k Ba 


~Le ' - 


=) t <a 7 7 x 
A ; tol eee rer 11s is 


aa ot te Bi wr AV uy 
7 t + 


ly heating to 200' 


ey ey ee ee 


ond nertor lit ae coon. as they absorb moter, the rete of 
than for new 


absorption upon dgmersion is ouch lees for older/speoinens share 
firet few days, ab baough the totek amount of aborpiton 49 ateut 


the ghia for apeeinena or diiterent see, Tho ratio of expancion 
is than for new he 


due to toneraton/atoo lese for olde /apecimene during/ourly etage, 
for longer periods it ie about the same. Expansion in sorter is 


greater then in conorcte, The avqunt of expuroion of sorter and 


gonsrete to sonll wnti2 an aoserption of neurly ad, ie Seoaghed. The 


amoorption of wolsture by sorter oF gongrete in more Pepla tha the 
Gtying out of soisiure ivom game gatorial., & cortar 7 days old 
gained os muh io Levure in hours bauerslon sit gould be dried out 


FP, in on oven for 54 hours, 
| A&A teat on this aang ralat ign of abeorption and expanaion 

of conerete waa aede on twe samples of conerete 9 youre old, This 
coner ete eontragted Oe1G porcent oitur asying 16 Gaye in an oven 
at o temperature of 160° Fy after dmmercion im water for 15 daye, 
the average sbeerption was 6,09 pesoont With & average eagane ion 
Of Gyde poroont. 

Tease of Hab oe absorption BG woah o4on worse aloo wade 
on gandetone Ong Lisgetend, Two sunistene spesiwens, 4 in. by 
& in, by 86 Ans und Se5- ins By 4 ins by #6 ime, in oige were 
ebocrved, Alter dimaara Lon in wobor for as iy, tha average 


‘eboorption wag 547% parvant With & vorresponding expandion of 


06085 percents ‘Pais io cagh grester than the usount of oxpancion 


of conarote fon the oatne por tod of inmare ion. Tho linestone 


apeoicen sheved no coneurable Haat ion due to aty ing out and 
practically no expans ton, <b though’ aueeeps ion @f acieture was 62%. 


; + he ih 
neds 4 te ‘ tu ‘4 AY tH a Vea mh, } 
me | Gru ef WW 


Wand Es chad 
ss alle R ™ 
| me i tees 
‘ a . Toy" o ; 
ee ‘? ; i 2 Wee f 
‘ ‘" f 
pe ert 
a WIT TOL fi ; ni ul 
. 
2 
7 - 
; e 
‘ TS 


7. 

The tésts included measurements on reinforced conerete 
specimens, the amount of reinforcing varying from 0.0055 percent 
to 0654 percent. 

As @ result of his tests, Matsumoto concluded that: 
Concrete of a 1:2:4 mixture is likely to contract during hardening 
as much as 0.05 percent in an ordinary structure. 

The shrinkage stress caused in the steel in reinforced 
concrete may reach the working strese of the steel when the 
amount of the steel is below 1.5 percent, 

The shrinkage stress developed in 1:2:4 concrete may 
reach the ultimate tensile strength of the concrete when the 
amount of reinforcement is greater than 1.5 percent. With richer 
mixtures the increase in shrinkage stress may be relatively greater 
than the increase in ultimate strength, 
Z. H, Harder 

E.H, Harder gives data obtained from experiments by Bach 
and Graff Using these data, he points out the fact that the actual 
deformation measured on a plain conerete specimen was 20 times that 
obtained from the steel deformation by assuming uniform stress 
throughout the reinforced specimen. This shows that the deformation 
is not uniform through a section but is greatest at the edges, He 
also points out the fact that the usual formulae for getting the 
stress in the steel and concrete due to shrinkage may be true only 
for specimens of small cross section, due to the fact that the 
concrete is assumed uniformly restrained throughout the section, 


&@ condition which does not hold in large specimens, 


ee ase ge 


Yunereqg CPOE. 


. fosteerco of viet! yor dre, 


ca 


uw? OF GUh ,NoLToOoS a30%0 iiow te | 


inuowls Seniastaot viszot baw beumsea 8 


; at J - a 


pe ce} 


> ei 


oaivzet aotovotaier ox 


emma ovens a58 Sh tim 
automrits yiselozoe ap ak teosneg 20.0 2 
ec? al weo se0cto @epatiotade é | 
gixueow ed? foset 

. ®,f woled al ivets a 
yeb cactte epndnlics ont 

rengite ellenw?d ofaniiisz a ) 


2. s oxy al taaue ozolaket to 4 


: Sinlttce al easstess om ® ew 
soe ovaslily al ocastont edd a 
. ' 
veel. 
en 
ror? tasde ated eevly tobcal .f, ae a 
of tutoqg of stab esodt petsd 3 ak, 
tonen sihotonoe Alaly « a0 Bestveser ac > La 
nolvasmctal Ieede of sort o 
" phi .cowboees Dectclalst at , 
Snot ul oi 1 poe B @gucts 3 act ta | 
fierto? Leu sty tas? Poort ot? Iwo ott be 


aixde of oud otatemie bas Loose oad “ 


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; He 58 eee te satnen unde Btrein gage observations on tuo of 

na t io ‘eronos on &@ Peingorsea sonevete Widge ot Paiswont, J, Va. 
ie ‘Fron bio obeorvations tent he congludss that ehrimkace etwenses 
qe ore iuportant, shat 9 Mei when location on the arsh due to 
of im, . exposure, nearness of erotdebeans XX 3 
ie we @ deflection of 2" dzep ot the orown wae observed, which wse due 
ie ie to shrinkage of the conoratas 


7a 
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| It will be roted that in ell the above exper iuente 

7 i Reger ding ohr inkage due te soisture eontent, the slag of the Opeul- 
f gens was rather ened. fuie allows a rather unifors eoistyre 
: vontent throuchout the Gpeciuend. In wonar ote atrucotures ti is 
eondition samnot be approached #o that 1t gay be expected that 


Be the agisture aga sent and therefore the deforuation will very. ; 
8 Yoasonable to euppese that in large otruvtures expensed to (i Ne 
a: bi Weather the center conarete remains at a protioally uniform vata N 
iN ite “sontent, the exposed portions varying nere pooording to the 
i , Hy ae | | Hot auch attention wea given in the previous ebservatian, 
A, ‘ ¥ with the oxeeption of T. Matsumotota work, to the amount of solsture — 
ea: <2 - Aibaorption.s Oonorete in generel pract ise “ould not be subjeot to it 
_ gush iumereions e¥ expoaures te soeisture as in these laboratory 


With euch eua}d apediaen pieces © date Was obtained 
nthe relation between the shrinkage and aontrastion ef the 
a Fenton ag compared to the interior region of the spegimen. 


: 1 


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ii. 


Tt would be oxpested that the exterior region woula show mere 
gator tion, having Llecee restraint te covenent than the interior 

Tt ie interesting to mete that A, Ny Buite fount tm 
hie expoerinents thet bers omde of 140 aericr after axpanding 
under water eterted to ventraot after euveral weeks iuuersion and 
then czpand agein. 1, Mutousete ebmerved the seme phenomenon, he | 
foun: thet « 1g] mortey had contracted 0.035 percent in 70 duya 
@lthough ite meleture cectent eas larger thon the Initial amount. 
A alicht contraction was aloo netiood by Matousote in sonercte | 
ain whioh the miletere oentent was kept unifora. 


il ite ; } 
Ae ee ee Ow >i ¥ a oe a 


ce lie 

Wy Ky Hatt 

Profesor W, Ks Hatt, of the Engineor ing Bap cr dnant 
Station of Pardug University, had omie « otudy of the effect of 
moisture oh Gonercte. 

| Hie inveailestion vorsisted mainly of tivo perta, 

(i) obacrvations on « oonerete rood clat 7 ine Shick y 42 The wide 
ond as f%e dome with &® doweled longitudine,’ joint through the 
oonter, (2) teste of Girencth end length onongea of a@mcll beams with 
vary ing mistare conditions. | 

The eiab waa cured ander water Jo deye and then dried 
by oiroaleting air atove and Rolow the @labs Tho slab rested on 


* perous oravel subereie which gould aloo se saturat ed with water. 
Biter 49 days of aryine, the sore ragha drying 62 the top surtaes 


QoPNar wk Qeds ifte Gt ine anerohen edges, no further shaven 


opourred, The diavenmale shortened 3.075 peresRt, alter J monihe 


of Surther drying, the ole bok beocee Ury throu aout and aubstantie 
shiy Level, with « diagonal shortening of Geueld purcent. 

The elad wus thon eudject<4a to woleture at the bolton. 
ithe &% 


Daring 119 daye ef saturation, tow Slab warped upward 0460 
the sorners and 7.009 in, 15 the unbroken edges, cimultaneously a 
diagons) ahortening of 0.0070 peroent eaourred in the top of the 
slob, ef which 40% 400% places in 3 Boure, and nearly all in 3 deyo. 
A tenperature rise of 45° F, warped the gorners downward 


“G,083 in, oF Sl percent of the tot.2 warping iin aa) ae thot 


pointe 
The invectigntion ineluded voluse chencea of saunenta and 
vonoretes, Buell specimene vere used for thie putpoe@, Oxinse in, 


ss 


apovisen fox she neat aonent tonin, whl 407 eas in. Lor the eoner ote 
SUBlS y | | 
Honsuregiants were token & deys eiter woulding. The 


| woluce sheteoae siFeverst bramdea of senent witled arestly. The 


expannion in eater during 10 aay a a0 PPow 04605 to 0.00G percent. 
The contraction in air for 06 days subsequent to imwersion was 
9964 te O,145 porsent. Gravel consrete of « Lpetd 2/4 mix 
while under water 40 days: exparded .005 ver. cent, while in air 90 
days contracted .041 percent, and while in an oven it contracted 050 4 
mere, Grave) sonmerete of 4 1g] 1/695 wis «ith « abvierent 
senent, emperichod a8 peragnt in water, contyedted 0,918 pereent 
4m wiv, ond 4,0888 percent in the oven, dur int the gage cerinds as 
before. | 
Ti apucers that aenente vhick exeand moat in waber aube 


Soh hb Be tel 
eoquentiy i/o Leoet in aft. Heat eenent ptigws exp unde kn 


wate? 49 tiews ac euch sa the coneretse boas ond ountQacted neca Ly 


five times a¢ wach oo the anoreto, 

Gowe ioourtant scaulte vere aloo obtsien ives ebsorvat Lome 
wode Of & concrete staciwe at Purdue Univers ity. 

Gauge points were placed Gh the open decks oni reveteownt 
of the etediun, 

& avon in tal tesperature of 32° Fy opoected os & atop of 


Geer, in @ porepet wall 6 in, thick, teinforocd with 1.5 percent 


teingoreing moth wagyay The well da iatesral sith a heavy founds 
Gion weli, The therael aeeliictent of experoian toa O,0))07780 im. 
por degree FP, at the top of the wall and 9.00000006 In, at the bases 


Te see 


rw 3S 
. Ae 


7 . ; 
i . ~ . 
i* Viti P : ’ 4 fe ; 
; ~ pay | -* U. buD oe tToe 


* 


ao ke me sovensnt narosa a fins erack in the middle of a 
4 ate Length, of ‘this parageat wed wom 0.000072 in, por degres F, 
end as the bottos sercns the oragk Gyr,io7k? Ame 
| Wado @ avop of ale taxperoture of 33 degrees F., she 
avep in the gonercte in the oven deck aeoction of the siwiive san 
oY degrees, ond of the gonarete in the revetuent 25 degrees, The 
bo end 


MwelLigient of thersed ameonoton of the open deck wae 0,000) 


of the ravutuont Gal hg 

The offecte of rainkali, followed by « dvog in tesperature 
of 10 decrees ,, Dalanced cash other, no chance in lemcth being 
HOD 


Seconded, Thia aerree ponds $6 & thegeald caetiileien’t of 9,000¢ 
7 em & Orelling oF G.005 potoent, 

Gone of the cungiustons arrived ot by Professor U, By Hatt 
oe ey | ! 
Gaturated gonersate hae BbeBU pereunt of the Strength of 
avy congrats, 

Tha thercal gootfielent of expane ion turdce with the 
tenperature end ranger from 0630000460 at 05 decteca to 0.0000080 


bogun after the indtdal hardening of oon 
orete show that oonerete May axpend 0401 percent dus ¢o eheorpt ion 
ef moteture and Goy contract 0.06 nePoent then ovpored to ary BAP 
Theag ghanges oort inugs fo these valuge ehould be added the OE 
‘4m Length during initial soting of the conorete. 
| A sowubination ef ehrinkoge with drying ang a feild in 
temperature whl produce avwiewn aheinkare streine, & goebinat fon 
ef a azep in Semperatug wd & YHingull sey retain the oonarete a¢ 
or. previous Length. 


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Lae 
OBSERVATIONS ON A GUNGRETE ANOH AT DARVILLE, ILLINOIS 


Pros eober We Me Vileon, wi she Unkverelty of Tilincis, 
has been teking oxiersive obearrations on & vonerete argh bridge 


ee Donvilie, aitinoie, The Weisice coreints ef six argh spans 


and tse approach epere, firsin couse readings were taken on- the 


@egend serch opan from the north ond, The concrete waa aboutg 


Feats Glu “at the begining of she cheorvations, 

‘Those teadines are token ot the hownehes, at the erown, 
and at top pointe near the erown whee the solid @pandrel trace 
Becine, & totsai of five sete of oheorvations, The roidincs are 
faten truncvergely to the oreh giv, & Poadine an beth the top and 


‘patten of the vib fe token event ot the orewn where only the 


Wetter ie sogesei ble, 
This itvaetic:¢icw ef the deforusiion: produced in a 

Gongrate ofeh due to texowrature chonees end oshox eances ia 
pictebly the agst oxhanet ive yok undertaken, The tmresticotion 
tea other ebearscticns which noed not be discussed heres 

| Groatey oare eas wed in taking thase Pee dings than hae 
been done oroviowsly in work of thie kind, A standard var of 
tnyar atcel wees onedes ad in & wooden bex with @ thermoneter 
ettagheds The otrain guage gould be sonvenietly eheveked at ell 
tiaes “eink the worresgunding benporeture ef the standard por 
noted. The temperature of tae eonerete Wee deterained fren 


a) noroury thevwexeters pleased in temperature wells Grilled inte the 


teak Pid, Those tonperoture wells hod oup qrocae in thes prom 


toeted by % @oPk through which wae & hele for insertion of the 


| thermometers 


a 

+ eee 
a4 79a \ 
e ‘etgs™ Pb inte he ~° 96 


é : f 


oe . 
. | re «ait weg 


’ ® 
Pt: 


oliteacen heels TO 


ave 


Aaa in. otruin gauge veo wed in tuking the reading, . 
The chearvud deformas tone WYeS plotted with the 


@efermation due te texceroture ahu ges, The Mares] cooffteiens 


of expansion of senevete wa taken oe Oe0000082 


» & Calas shich 
gives the beat averuge value for both tp ond boston of the ribs 
The difference between the teaperatwre end observed deformasion 
ie the doformation dae to solsture chences and ciher causes, thie 
gurve io plotted on the vane ghoct. 
A study of the ourree plotted (496 pp, 21 to 25) 

for onan aeotion ghows thet the temperature and observed recdings 
wusy in the seme way, The wurves egreeing very nicely et tines, 
iniioating thit during this period preetically e114 of the 
Geternaiien von ae to tenperabure chonce aLonGg.s 

| The curve ghaetine deforant hon due to other causes than 
temperstiure chences indleativs hes ihe batten of tha arch cib 
aareank sont imapos Ly ftou the initial trending, ratcghing o saxinum 


Garing the hot eumner conthea, The lagi reniing ahews on expansion, 


being token tn & wtiod of daup meathat, 


Tha top of the aroh rib ehows very little vwariaticr sithe 


way until rexiince token during the fo11, then expaneton was shown, 
Paring “he winter xnomthe and uo to the Auat reacing taken in the 
apYing, expareion ie shown. 

This difvferense in the top and bottom deforemtions of 
the orch rib due 46 other than temoerature changes, oan largely 
be explained by the feet that the botton io better, protected trou 
wieture in the for of fain and other pregipitet on, . 


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duc to causes other thon temperature io 0.007] percent. 
A noteworthy pein’ ie the wetked aateoment af the 


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3, OBIRCT AND SoOPE OF INvEsrTosrioN 


The present investigation wae plansed te determine more 


| Sully the changes waieh ooonr in a blosk of cengrete euch os may 
«be vaken vom am arch, due to temperature and mioture vordationsa, 


It ie hoped to cet soue Information se to the rolative 
@eforantion of gonerete fear the venter of the apeviown and of 
generate near the edges, The effect of reinfervouent in reotraine 
Rg sonor te 121 be studied, 

idl oy weighing the Spesinans when ebeorritiona ore token, 


the effect cf soisture on the gonerate Whll be deterainods 

The present investigation ia enly welisinery te more 
®isberate tests te follow, With tiie investication it in hoped to 
throw wore Light om ose of the phages of sonerete paenowmenk dine 
eueged above, oo that m core intwlligent attack of the problens 
oan be mode. | 

One epecieat of clain concrete ang one of relntoreced 


VONGT CLS wel TEAL » Teese apeo daens RES %. LG 2 ats wy &, ¢t, 2 ine 


im erwoce gestion ané G ft. 14 ins if length, «© wleek of sonerets 
shish nay bo AaSueed BY Papresenting: & geutlon of oh a¥oh Fibs 

te @eturuminae the deformation of the aed Swen at aii 
pointe, & Bel} oF 54 in, OtRain quuce Lines was etablished on 
both cyecimens at the center, In add it fon feur sets of strain 
gauge lines wes'y évilled inte the veinforeing bara top and bottom 
of the veinforesd apocicen, Tie ends of the ete) bere ere flush 
with the ends of the egecicen, Lene iigedinal deformations ever the 


entire Aeneth of the epesinere wore nooaured by wane of os epeciad 


fFnue and @ peoiGl Anco dial instrument. Roneacrrosive netal 


 pluge ineerted in the ends end teles drilled Inte the ons of the 


A af oh j an ry ts ‘ 
iy x : BH 3 ) 
“ee ie 


| A Meals A ie Arh 
Yc etet eres qu Boeke aie ae 

a ; ayy! 
ore ow sate 1 d@Rn' ‘a yad 


iwt 


BF. 


Steel bare served a8 agaturing peo init, 

With thoes gouge hinea WG OVeTaLL defor. lon neasures 
monte 4% is hoped Se got information an ta the shanges which may 
be expected te cour in lerge conerete atrugtures subjoot to 
tempersturo 4d woleture ohensea, | 


es a agi : 
ohn! oy 


Polite wepae Bete + 


e 
i; Oa 


aBe 


This investication wea carried on in the Struetural 
Resuarah Laberatery of the Univeraity of Illineis. The work 
won garried on under the auservieion of Professor #7, 4B, Vilsen 
40 #how wcknowledement to onde for the conerel plan of the 
investigetion, helpful eugvestiona ani ald, Aaknewicagwent ia 
made to others whe say howe agolated in the work at various 
bimea.s 


x 

Cats 
coe m4 
5.0% ~ 


ai coche nae 
tl he 
aa aff ta ieee 


ecgha OR 


Grave, wm The gravel wae @ voli oe vcore eaves tron Attien, 
Indians, goreened to yaos through a ¢ im. sleve, Todleg gives 
the clove areiyeio, oh average of threo detorainetionas 

Sond «» The sand Was a well eraded ganda from the same 
dooality ae the gravel, Aition, Indiana, A aplePinetria test 
imae of the sand shoved alvat © oleur supernatant liquid above the 


| WRG, A O116 teat indtoated that epproriwmioly 1 percent of the 


@end Wae of Tine meterial ough ao eley ond gilt, Table 1. qives 
the sieve 


mlyaie, on average of three doturminobions. 


Gonent «« The gesont um wae Univeraal Portalnd sonent 
of atendard quality. 


tho yogg heat were pthaehn te te fopresantat ive of 
typiend argh Saat Lamy One spesicen wo mae ploda, she other ree 
tinforeod, The mises of both Speatmens are 2 7% G in, Wy 4 ft. B ote 


by 6 €t, 29 Ins 


Form «. The forme wore Quilt in eootions te fuailitate 
ronoval ond, oaey erection fer second use, The botten was bulit on 
three section te onatic the forwe to be revoved whike otsli 
*ipport od on Hicokhes, The seuticna alioved of wodcing oS the alaen 
and mde te met » block of correct dinonsions und very food fawulse 
were obtain 


aa Leva te 


hs) oe “ .eteie »t > » POM vane 
a 
seabed’. 2p Pee geet Py ators ae utes y 


— 


enue 4 : Deke gloge « 6 ta%8 a ~~ ae aa 


pyr 


- 


* 6 | 
4 of MBoetaeden & seemed yeobtpd gieeeie GRRE 
‘ vi. 
) rhe MLA) gts 
"eT | ry ic a Gale & seguds Koad Yoeniah , asco : 
- 
‘i (ia i io! os G & vs hy, aaa? ike a 
* ’ ’ : i - 
at 6 * > , 7 g pe thor Ay 
54 i . a | 4 he 44 Vr a“ ae 
Ui etaej Jo) Rs 
’ 5 > 
- 7 4 ‘iL i 


; 
| | ass 
Loa : veo pigh fi - my tf 
t tty fewoet ee Sattaaae Ye @ 
co wee o3; a6? often, dae 
wht w oat, iy is weretfo tee tdagt eff Lit 
i AGO sores, De coat Ba 


— SER wy, BT 


Sieve Analyois of Gana 


Sise of 
Seoregn 


SE 8S aes 


(over 299) 


Avs & Determinations 
Rota ined On 
hei 
Bet 
GD ot 
#o,8 
2305 
4203 
Lite? 
to 

By 


TAPLE 5. 


30. 


Poscont 
Pose ing 


F389 
‘aes 
Fel 
4008 


Giave Anolysie of Groewol 
Avs of 2 Doterainat ions 
Sise of Gorcen Percent Re~ Peresnt 
mine ot Opening tained on Poaa ing 
RIA 


aT Ss x 3 


a 
yy 
E 
£ 
Sy 
it 
; 
if 
nM 
it 
ih 
= 
ae 
i 
¢ 


rs 


S p58 


| gontinuenely at she Pozen Me Asay ond bauping the as 


ee {dia 


326 


His ond Proaedure of Pouring «=» fo be a faiviy reprasentae 
tive gonerate ao wuedly sod in Pork of thie chorectur, & aie of | 
a6 Petia of oenent te angregttes w00/sheoans Pho sah am wee 


“eoneloted of 2 port socent ‘be 28 porte tung te 99 porte grovel, 
thia miniure gave the woat verkuble rahe ef shes ratios 


The secont, and aggregntou wore. enaoRed in Doses mide 


et goreees alee, the suanls.oee of the bones being Steuek anogen oooh 
thhes fho cater for each batch woe teighed on Plstiora BouLaas 


The oovent, cond ont cvavek core put in giret ead the wabor poured — 
lest, The w.terials were then wited Lear uu ninubee in @ awekd 
i Gta £6, anpactty electric driven re One set we Btetdonod 


wea of core than ordinery inynanay De te the anro i» nanaur ing 
sng, toe to ond water, conereto of vasiora done ae born 3 
@btained througheut the ‘spoeisona ena tn the ive. separate A a 
The moletuce sontens of the sand an apovel wa kept whiforis by 
tixing the rocaire’d acount of aond and gravel ve a p Wea oen Oot 


®iatenoy just bovore 


So oo baer ‘ wa the reingoresa epentyen « ana we pourva 


firet, Fiewres 1-5 pages: 37 to 41 ‘show the loastien of the 


atvain scwre Linea, Aces die]. Linus end the ‘tom, orubore wolde. 
Plaeing @teel and Avtancing Gauge Linca The Rolnforve. 


ment iin @oeeioon A aonsiete of 62-inch plain equare of3a oveal 


tore, toy mk HOSters ALL bare wore node flush with. tho onde of 
the Diecka, To *oep the steel Im the prepo® pegition, sanil nails 


J hi RE 
= | 
‘ As, 
yi : oe j 


Puls 
ate 
oy 


i pert { g 


he ah. 2 gtd 
| WEA 


i ad ya 
yD bod ‘ 1 ; J ry D4 rl é: 


: 
: 


‘ 
7 
1 
ees. 
j , 
] ) e 
wh 
A . 


-_- 


i te- 


. at 
io 
2 . ue : 5 


ix ‘ ag: f pee 
$i 


’ Le Yo a my . Gal vot 3 


SS wetatyna tte . oe? alow” 
a ( A a ? 7 
fr, | = 
foni-fL 2 \¢ ane hoe ite 

y Y 


- 


” 


v) in 


o 7 
. aa 
4 


? 
fs 
4 


6 GaGysedo 


Be 
wore dviven through the end fomue at the aorreat :loges and these» 
Rell onde rejected inte the Aves cial gouge Roles in the ands 
Of the otcol bara, To Keep the weight of the eonsrste from proneing 
the tee) com on the vottes, wood blocks vere inserted under the 
Ware at the 7%, stYain sauge points, After thea teres vare reseed, 
tue blocks wore taken owt and the atce] geare points exposed. Po 


- Beep the top atec] gouge pointe exposed, lengths of 4 ins gine were 


@ut With sleta in them te f1t over the steel bore, Theee eure Lett 
in place ond served co noldeve for wooden pluy pisced to prevent 
engoneive <eieture fren entering at the pointe, The ssvain quuge 
hole¢ in the atewl ware aviilod twiowe the otee) wos placed in She 
gorua » A nuwhor O¢ UFdli wae weed tov ehh eiFain gouge hele. 
Gowewheal lorger holes wore weed for the Ames dial petate. 

Concrete Gaure Pointe « Por the oonerete cause pointe, 

WO GorPouive auted plugs, ad an ine loos tore ugeds These | 
pluge vere drilled ona the holes smoothed, Tho pluge sere held in 
piaee while the conereta wae poured by f it%ing phe holes over gaadt 
brads ariven inte the eres at the serreat ses 1 jon, The plage were 
thon «ited te the foraa shreugh aaali holes @illea fer. she purposes. 


This agthed preved to be unaaticfactary, ac the fora had to be 


rou ved within a day or Sop e the placa pulling out Hae ee Lyell Le de 


nt bond. They wore thon exoutead in glass vith neat Genet. 


Tomperature YWolle «« The tesperature wells ware formed by 
plasing Found steal TOs 6O a6 to projet | inte the sonerate fer the 
required Alotaned. After the foras were POuIVed, Berka with holes 
for thermuetera, one nt the top and one at the bottes, vere placed 


ari 2 . 
ye vP i 
7 80) oe 
- y Re -_ ~ Se 
veil ban) 
q* an ’ 4 ar 


te Pano 


.. 


: 5 y wee 


34.6 


in these wells, The one st the betten was about an ingh fron the 
botton oF the bole, tum cpaoe wea Filed #488 oup grease by 
haan of om Siontte grenee cut. The %) ing teuperature velle haa 
enly one cork, The least ion of the teaporature velle 4s shown on 
the are, page 4o- 


snntebe pili Lincs ew A @iiferent plen of putting in 

, «She otfedn couce ened Aveo Gial plugs woo used im Specinen 8. Holes 
@% the gtooet places wera bored then the feree ond 3/4 it, Found 
B$eek Pow abeak ¢ ate Lone Veta inported Shveuga thone holes ami 
@ived dom. Theos oda, when tawved, loft & hode about 3 inghes 
Geae inte waich the plage were avouted, Thie astied proved aatiae 
faqtery and qove good eolid plugs, 

Texporatuce Welle — The tanporature wells in Spesicen B 
were mide ao in Speciven As Inaiond of ax Sg Any wells top and 
potter, Oniy thtee top ami bestia: core make in Soeeimen By 


OR 5 om Sepaicens A wnt B vere both pourea indoors 
oad eubjeat to the tespeteture ond dry oie of the attagtural 
laboratory for severol weeko, From the ‘ime of pouring untéh take 
outdoors, no nM moieture < footed the gonarete exept thot fron tae 
ad im the Ishoratery. 

| | Pubdenes e+ Gpceiaen A wea taken outdoors shen thir ty 

anys ela ond wee days inter Sseeinen B wie taken out ot the age 
of rene SOY Se 

, The sped lens root cn Lcbabe O& the morte ong of the 
oo loberetery. Here ‘they are exposed to oll wenther con 
Mtoe, except che direst raya of the sun, although the sun 


f 


ve 


. Ld 
i ‘ ‘s 
7 


tt Seg 8a? <a) 
* bee 46 

oO’ Naess 

rT) a 


a 
o i ® 


356 


ateikes the spesisens euly in the morning ond Inte in the after 
. The lower sides of the specinens are about o ft, Rye 
wat gtound. 3 | 


A Retry 54 ity Sian qeane i¢ ased te take the steel 
except that 
ond senereio Gifaim wage Tonuings,, an 8 in, Berry atwede ; Raia) 
ae used fer ore steel reading. | 
eho diese dhel rendines : age tate: ah 28th G Spee 4d. Ogpypaset yie 

iGee Fic. 6) fre @ ins By @ ins omeles on opposite eae of the 
Mlock poraliel vi%h the vow of sluce supports « rigid, restongubar 
freoe eeie of O any by & ims. filet steel tere, The fPhuo 3H jah 
Wiie enouch to £45 over she ay eakven ona keaveo spage cough at 
the onion for & speeded Aves dink court, at is am ordinary 
Auge djoal fastened on to & yers ablowine Sue iawtwanens ve we 
songthoned of shortened on rood arizos, The pluncet ef tho Aves 
and veots eopinet holes directly op c@ite the plugs, the yoke end 
®ente omeinet holes in the frame, The france ta kep$ in a gonotant 
position by two eorere with conical points which proijeet from the 
f¥ane and Feot in holes in the snclees Tho sarevs are teth on the 
gone Gide, Teo fist sore on the epowsite cide of the fraoae pide 
the fyane off | the engies, The frane therefore, is Gupported at 

four POINTS s | | 
| A. sireuior steel vod pointed at cae ons te tit the frame 
peure holes and within e hole of the other emt tea veed with she 

Ames disk rea ee to get the correct length of the frang st aaah 
oe ending of the blocks. 


aa 
oh 


Via 


j ig, PUR | 
; 5 Ay wv arte. be 

Shes ite =f Bales Pe kkeed. «ase ye id ee An PU oh De oon a aan 
St oY hile ame agit ys Brey “<" " ‘4 fs A y 7 ae Oe 6 eae a 


nee rine + Ee lee 7 cren 2 et ay mer ri rs 


arn: ast ian kn Su 


5 Wines 


. sf ark a i ue ' 
' ra Pan f hy y ey anstet 
; hee 2 ve Lay ae ‘ 
. ’ én 4 av a ap " ¥ 
“PTY be 4 ,.= 4 we Ay Set Lae “aes x 
& *< » 
: , 


9s Ui Maa! § . 
, yi 


. iu u's GT ae ens peri i 


“4 He 4 
é ety, oi ae ie an 


re 


etry, Bee 4 
— Se ee me 


q puro YH suawmjoads 


sap lo UOLLOAS| 


aLeADUOT)  SauUtn| aba Oc) UIDALO 


uae a ~ Be eee 
: Le Stee) Bor : ee 
kd ip recht = 


5 tee 


3 - 
" ee 
@ 


a, 9 


ap Tes ‘ 
Ty ox 


at 


7 


on \y three 


toe and better, center 


depth top and bottor, 


do: 


als 


Ly 


) Fig ure 


Wells ae 


Y 


EEO PST AT UTS. 


eRe Ns ULE See 


j 


Frame fer taktog Qmes Dial Readings 


SS ] mens 


Red | Fox chec king Peas ]’ 


uP, 

5.feadings _ 

Strain Gage Steel -- Twenty-four inch strain gage 
Teadings were taken at the center of Specimen 4, gauge lines 
Ti, Tz, Ty, and t%, see Fig. 1, on the top and B,, Bz, By and Bg 
on the bottom. An § in, gauge line was on T; on the top. 1, and 
Tz were read from the west side, T,, T5, and T from the east side. 
On the bottom 6 was read first starting from the east side and 
going toward the west to 5,. This sethod was followed throughout 
the readings. <A Standard bar was read before and after each set 
of readinge. The diel of the strain gauge was always kept to left 
for readings on top and to the right for readings on the bottom, 

Strain Gauge Concrete -- The concrete gauge idee 
specigen A and B are 24 in. long and identical. 1, and Tg (concretd 
were read from the west side. 13, Ty and Ts were read from the 
east side, the dial of strain gauge alwsaye being to the left. On 
the bottom Bg was read firet beginning from the east and going weet 
with 8, read last, the dial always being to the right. On the sides 
T, at the top wae read first, the dial being to the right, and T, 
was read with the dial down. This procedure was followed throughout. 
The Standard bar was read before and after each eet of readings. In 
working up the data, the standard bar was corrected to 60°F. for 
all strain gauge readings. 

Ases Dial -- The Awes dial readings were always started 
from the west side at the south end. After reading the south row, 
the north row was read twice then the south row read again, This 


procedure was foliowed on ali rows beginning at the top. 


- ee Bet Lie i | ec 


» As; af 
| me ae 


ans a 


pa 


A 
7 
U 


7 | ‘oat 
eps ntarde doa! ooep ete tlllaaee a ies ieee Bh 4 
eont! egeny ,4 soniveg? do resase oft 2 nodat exes wpeibact . 
ga bee gt ,e% . fi bow qoe edt wo ft. twa yr tole a 
baa ,7 .qod ed? mo aT ao saw ent! oguag .at 8 as .eotted eff a0 
,obie teae of? wet? gt dae at a? ,ebte teow od? eoxt baat orew eg  . 
bas ebie gese 42 woxt gateaste text? bact cow fi movted oa? a0 
tyodquerd? bewollok sew todven eidt .,@ of deew edt brewed galog 
tee dowe sorte Dae s20led heet see tad bradastS A .egnthess of? | 
tiel of tqex ayavls Oar eKLy miazse edt lo {ait oA? .senlbess to ; ‘ 
potted oft oo epetbest vol fdgit edt of Bae got ao egaibeet tor 
‘weal ous etetoaoo ed? -- esetonc® egusd etezse | 
gfet2ac0) oT bas ;T .Leotiandl ben gaol .nt #5 ore & See A meaioege 
od? mex? beet ovow at tas yT ,¢t .obte sae" edt aout beet o2ee 
ac fel ec? of galed eyeula oguey alarte to Lote oat ,odte teee 
toew getoy Ome fase od? wort galcaiged sent? Bees sae 48 motiod adz 
whie edt oO .téets ed? of guted eyewhe Lath od? ,tent Beet pf Gite 
gt bas \24q1% 067 of gated Lald ede ,2axtt bane sew god a4? Ge 4F 
Jeodquett? bewwlicl ese emubeoorg aiaT .aveb faib odt dsie beer saw 
ct .epatbeet Yo fee dose sorte tae exeted beet san sed brebasd® oat 
10? . 0°09 oF Betosit00 cae ced Biabaste ef? ,wdeb ode qu gakatow 
-egntbeot ogesg aierss [is 
bottage eyeela sree sgaibesx inl eees eff --~ Laid seek | 
wot diyoe ect galhes: toztA .bae dtuos ed? Ja obte tees Os? 
eid? toe tae ee es Se ‘ 


4 Be 

AS tor ell the vows on both spepinens hed bow rena, the 

- trane yas) eupported Paahete, the tow opeoinen and the rendinesof the 
sTanda 


Saat Se with tae Arvid ond Anes Dini, The tenperature of the 
Pod was deterwined by @ thermoneter plaged in gontaot with it. ma 


% Tomporature o« Temperature reedings vere token for the a 
Re, A 
ah ins dagwea. et five pointe en che top of Bpesizen 4. These ial eee 

vy! 

i wlonys ide She top Feinievein: buro, Taree 7 in. reading:, one oe ae 


hf «She Oagee ond one at the center wore tower, both ab ta, ani BO CROs Se 
rpie Four 18 thy Pee dings were taken eb the top. Five 2) in, deythe — | 

; 1 were token on the no thon, wolgh are alee alongside the stecl bere, 

i thee iy an. rendings vere teken on the idea, All Gouperavure 

2 5 wells ate at the eonter of the tlogks For lovction of tezearature 

ea welie ae Figs 4. | is ai 
ie Speeinen ® had only three 4) ins welle top ami botten, 

2 yes. one moor the edizoo ina one at the conter, The other ¢experature 

oghie ‘e@e the @aue ac im Specimen Ae 


ue | | eu 
the Cherwoneter wae Kept in the selie until no further . — i 
abe oh) iy Ww . l 
ig Nar) ‘oranent evourred, Gonevally four tharnanetere wore in use at ; 


bighysat ene tice, The texperature of the aongrate was deteruined ae aoon 
o | after the etrsin gouge readings wore taken ea powsible, Those . Nt aa 


: ek 4 B 
_  *hermonmeters were oulisrated oo ac to be asgurete te within one i 
PS i | | | | | a 
 . het ef one Gegree Fahvonhelt. a 


he ae Woighta «» The blooks were weighed ufter all other | 
a in  Feadings hud beenteken, The scale wae coved umier the blook end ‘i \ 
ns naa raised ad jocks pleged wt the ornare wi the duale. 


sto if 


ral Mine 


a al 
fia’ hw 
Cee HE 
ere banly 
wet ast 
: A 


5 
j 2 ay 74h ; 


oloao ot ¥ 


PRE ECE Ene va ed i A py ie cat | pee lee 
yy 7? Y  h a é y ¥ ' 7 , fg 4, 


¥ 


Ve irs fe es 


: aN ‘ ; ‘to preserve the gauge pointe ivow id bp wha pointe were 


enacted with ratty) gtuase we tox wed gmarvetion, The no kos ware 
[ E fy - shoroughiy gleancd out votore toeking the nowt Pamntnds A sopper 
|  bertve ons woate Were weed for this parpoae. 


4 


The fred, Pod, gtrain gauges end standard bore were ‘s * 


‘oxen Gutside to seo Se Ouldoar Sempurature at least three boura 
_ bafore ah, any Feed Lng « | i f ie 
Test Oplinder «» Three eyliniers, Sie. vy 14 in. were . : 
Arey, mie dur inet ‘the pouting of both Spoeisen & and B. One ay i imdar 
ps ihe WOO wie SPom gonetele repredantative of the totton, Canter and — 
ie | top of the “apesioensy res pectivelys 
ae | | ‘three oy Linaern were sured In damp aund up te the time 
1 of beating, One oy Linder Poo wah speodsen was ested ab ~ 
op roximately thirty, gixty end ninety days roapoot ively. 


“To sotervine the soetf icient of axpemaian of She ee 
‘gonorare in the lary ve bleehe, threo eylinarigad apes Lvens appre k — 


Vian | demethely 39. ins latig ond & in, im Guluster vere aade. Pre sater dale, BA 


| | tious of wabGR rm teiha iiee of wining were the cove as for che gone is 
+ Yl | | ; vat 4 
weeks in bah iar ge Blo dit . Apts ae : 
K ui ‘i Beas i ‘AStar. our ing fez ene waek in a molot room, the apeatnena 


‘ Aico taken ous aha gtroin eure plage grouted in the specinent. i 
mon”? Mt ‘ 
phi boon nadie in the speotnens fer this purpooe ond cleo for i“ ‘ 

rot vo wolle, by annarhing wher’, wound, stuai ae cna 


i a 


a Pi 
bie, ae 


Vi it , Ny Li ncaamenns 


: :. ; ¥ ae af oo U 
t wdnlGy era oy) BR evtis 7 OR! 
} ‘ .F) ai 


yin the sheet motad amen, The sjuscuanite velle were Fi tres 
+ stn the large blovke, There wag two wolle for eoah eylindar, | 
:. ‘gear each plugs "| | P, | oe, 
| cae «Before ony goodings wore taken one spoaioen was Pe | 
ha | Bap identaliy broker eo shat observations vere outalned only on 
me Poonining ioe a 

4 Bothod of Procedure ow Too sories of reudings were totem, a 
ae it one wish che genereie neko and wath very Le touperetures; another 


Rati 
a ne 


= . . oa ~ ar 
= BA, ~ ht 
= , oom 
~ ° - ae 2 
— 7 7 a 
ie ee ip. a 
— : : 4 - a 
oe et mee = S A a a 
rn eae a - =i aa —= ee nd 
Par fons ; pao e a — ~~) mf , 
i Fat en ae ey ee ee a ee lie 
7 2 4 a. ee <— Po = . — d 


<< 
AY a 

< 

ale 


= 
ee 


= 
— 


hth the oonerete Gry ani whan vary ing Sangerasurae« ah, : 
Be In tho £4r0t series the spooimena wore well wrapped in ae 
o Ne aotton tigoea sonvaig Cloth ond WAth berlap,. Thie erapping moa al a 
‘ — Ot p21 tines to heap She solature convent of the epegtnane: | : ‘ 


i ns RB naoriy sonetant ao peas ible, Your reed inom were taken with the q 
eta _ gonarete nolbt Bt varying tecporaturcas — na eae ie 
‘Dine The apeotcens were then dried in o hot room for five a 
aoyss A peeaing wan taken then ond the apecicens erapped up en K a ne 
ina belore wat without he’ shh ta the wrappings Three: gugerrations were : 
Ws taken shen the sonerste waa int Naw @tate, At enor ebeer vat ion 
— gheak readings vere taken on each gpoviagn, The teaperature of 
me Speoiaene _ detorsined by thefeoneters ineerted in the 


. 


' D ae 1, ie 
1 . 

enna pene hig ve om ek 

Mn nf wy ee ne ATs ne 
ME) Pq. PAA tA 

is PK igre 

oy aw ye 


v t o ets : 


ive th : 
ak FR He 


‘ i 5 4 - a 


4 raTYIT 
ga,% 5 ea 
on > ®: 7 Aw ¥ 14 
j Ric teen , ” 
tate whl WE MO 


hae 
1a Oh tus 


7 ee 
@ 


iis eae 


io oh! Ae 


> 


P U 4 (3 : , Ly . 
\ LS i é v 7 x 
- " Ran oo 


iM { ne Ne 


4 


GEPES F 
PePORSIe OF COTS ices OF BePasicg 


READING SPRCTINN WSTOET TRPCRATORR == STRAT. caoee 
1d. of. ‘hers. §1 Thems.72 (Corrected) 


1 a © Sf S.20°r, 72.0°R. 426? 2 bee. in hot room” 


5 28 4.0 4008 | “Stee. outdoors 
a i ann BB Beg. En Rot room 


2.3 1.2 «28 eee pe 
96.0 0 4525 2 brs. in hot room 


GLS6 0000047 


2 fo of *® @ » ~*~ 4 A & & SB 
fe) 

see esses se gases 
RES 
3 
i 
3 


6 @.58 96.6 «Bie 


a7e Ve 


f ay : 7 

} } 

Pig. 1 pace OT, Ghows the location ond arrangecent of ih 

| the strain qauce Lince on the tep of Specinen A. The tusber ing ie 


is started from the west tide. Other dutaiic ave shown quite 
| gheariy on the figures 
On the pet ber of Specisen' A, bhe exrongenant of the 


ee a 


pauge Lines ia etudior be ties on bE wr, @rcept thas these is 


i ge ee Nee 


Specimen B haa no steel exace linet, fhe oonerete 


Hy he Bs gouge line for steel, 
i ss ae Lines are aimiler in arrangeusnt to thoae on Specimen As 


ob ‘ ct 
‘ie he Fics 38 pogo 38, ohews tho location and arrenqenans of 
a the oonere.o seuce lings on the sides of Specimens A and By GY 

14 : ) 

% y denotes the woat side, the oust sive sauge Lines are By, By, ees 


| Fize & page 39, shows the avrangesent of the Aces Dial x 
ss Pinta on the onde of Specingns A end B, The top Line of peinta 


y 
\Z ds marned Line A, the oonter Bing B, anid the Bott ee Line Cs Point Bi 
7 | mumbo? 1 fe on the west side, Pho figures chow the differance _ Ri 


~~ > 


> 


ia 
ne ; belween the Gposicens rather gloorly wilheutsS Purther digeuas lon. 
in Sy ine Mik View 4, pore 40, share the arrangeaent and loostion of 


ne 2S Ps _ - 
—— a ee 
ee ee 


of the tesperatare woilea on Soeoinen Ay Tao pion view chores the 


owen 
—— 


| temernture velia on the top, oni the side elevition the wolle | 
an an the aides. | 
ae - Spesiaen B hae & gialler arrangement and nuaber of wella 
ring che Le in, wolia top and botton, of whigh there are nip 
= - ry ' Nooah pertains Theee are losated one ot each edge and one 
of t the epee, 


a 
ae 


: 


x tal 


inns 
‘ 
4 \ a d Oe 


fl i) ‘iy Wi as ite hig a hI tee h + re a : 


7 hd 
A i 


rs rng 


4 a ? . z ' 
is oe. oY’ 
Ms werk 2 
. | é 
PR re 


>) ea Nags obnee A 


ry 
hah 


: wat tee qa 08 


ae | . | 
Tete ps 
W wad ees oe 


hs a ast ia 
¢ : - 4 


? - % : 
yl © 
fC iste y 
i \ 
Pa y 


ie ren 
, hl is om 


E a hea. Sy page 41, » shows the Aivieione end general makeup 
ah, ‘ne ffoune uaed in teking the Aves Died geuadings, The rod for 
nt i bs - gheok ing wp the Syacw io aleo shawn, The igure shows how the 7 

u fren wa eae Pagia by fastening cucset plates te the thet bare 


| by aeans Gt vgs wri viveted natis. 


“Tho photoxraph  oppontte » page $2 shove the sedans 124s ik ¥ 
“outaide the norta ena gf the strugtural laboratory, Spesinen A ee 


are the Lefts ond speoinen Bon tae right. Pua Ph 
ia | The. ance of the epeoluana bave & eoating of nd te panty vite 


ea $55 <“ ee 
(eae Ree ae 


| this van pub on te pravant whaad acluture omorption at she ARIE @ 1 Ok a 
 &fter aeverad pgnths af enpoouge the paint de spelling eff to aoe ; by 
Pe yey 


— Mote tn Speeison B the te-perature wells on the side, — ey 
ie Me | ‘the dark spote on the omt of Spasiven B are patehee of grout, tne — is 


} ae ‘ae being Moker acuerhat when taten outdcorm, naan Lat ing the. i 4 
_ -Reeaetting af 90, pinges A siallece pateh is acen on the south ond | 
a. the oentor. | 


books . 


i 
The photor®agh eels paige 33, shows ihaaiedsuie ‘ with. 


, psbpaal an. Panes sor Mate the Ames odud ruodings, The iets 


i perss 


ee 4 i ip . ‘ 
i t M i i 


: eng by ais kr ties ih dear lh 
‘ qth ) \ Ns ; vy, mk j 1% 4 ae a’, 
1 1 ue * 4 
. es a ors ye ih See ED ee 
‘ee =) ‘ ‘f i "hs , vy 


x : at 5 f Ps bit f 
Bea at Misy ¥ | 
. ive ‘e Le ‘ 


P - 


a ee 
pees 
ees Sy PROSE 
pid 4 


i | 7 3 
a teokd ane Ve 


. 


r- mw ined nat 


cei abvi- a ww 
; v Rae I 7 


<a 4. Cir ba é ‘ : 


49. 


The wooden plugs on the top indieate the Lovetion of the 
abe@s a tae in ARMAND fro LNG» | 
‘The row ef see21 openings along the center are the oy 
ineh porerreeee “Olle, the 7 inch ond ls ineh welle gen alee se 
BIOs . 
; The omoli ata epote nPeut the dark efanceo indicate the 
pluge for the sonegete stivain gauge lines, 


. | |  qante 4; pean $) gives the sleve analysia of the sands 
naebed wes weed for thie purrose. 

Table 5 givet the givvs analysie made of the crevel, The 
1 
Ky gevvel hovever, wae bani shekew, A LittLe duet wae found im the 
) oravel but not ermath to affeoh the eomerete in ay wey e 


" teste wad@ on slanderd Ottawsn aand and the sand BOM, 


low etrongtn wag due to wiking the briquettiea on & oGld day, the 
laboratory deine Bold P62 muany days ofterveraa, The aped Lown vere 


and kept there until testad. 


* : ‘ wetawerten, Syesisiavttone generally cequire a mighet tenatle 
“strongth for the sand being tested then for Obtawe aands En this 


: a 8 ea a feates net on overage sirengt _ gtoater at 7 ore if 


te f tf ? f 

ai) ai Debt chet ; 
Uhe SRR dc tiadet Sie ’ We wal. 
SOs RT ih b ith a ; i ea 


ita } Toble6 , pose 3] gives the reeuite of the mortar briguette 


nf | fi The teste ahow t 20% etrength at both ages tested. Thao | 


Ege ne at - 
2 ie | ae 


enpoced te the wold ate for $4G@ Gays whan they wore gisded in bh I 


|) a 
-_ 


| fone of tho triguettes cade ef the aand used 3m Gle OTe 
orate fer the blocks gave values below theoe of the stondara Ottawa 


i Rei, Ubi Wel baleebilik' of Vibew Ubteritnat ieee, & Bovey auesennen’ | 


=e 


- 
= 


Ses 


oe) lf! re _ 


——— 7 
-_, 


Pigtn ge ee ee 
ee 42 


sed 


“he ee 
itp eset porns ‘ 
‘ te } _¢ ‘he 
re a 
ip OOF ‘oe y 


ot fet weet 


Hevea? Be we 
; : ait Sane 


~S ~. - £ 


st Brent 


Ais types SRE Oy onli aa RES a ok Ui 8 aed gl tt PA Mle ead al BAM ie | ee a hes 


Tove? , page4G gives the date ovteined fron the 

| deterainetion of ihe ooeft iotent of oxpaneion for the min of 
oonarete wae» | 

| . The strain gauge watts wood in sorking up the cats was 
ih | %, $008, waleh cos detersined iy sense of & Sore aloreneter. 


i st ae Prox the teble it to acen that the soleture content of 


the conerete Gows not affect the ‘soetfielent ef expans LON, that 
ity GY eonarete and nelet conexete have the snug cookfielont of 
— ampame ton, } 
fe i ! The agroesent between apesisers A ond B ehews thet the 
Bs value ai the ooot figtent of exspencios obtained is the eorrees one 
for the six of oonercte wid the kind of argrecetes uneds | 
The iaeg Reading on Spevison A we not taken inte sone 
i oy gtaerse ion because of the Loree variation in texgerature of the 
an ie unde of the epestaen, 


ree 7 | Prose ptuee 67. 9xttgqisgeurvus for Spas linen & are shown and 

a free Apa gurves fer Speeimen B, The zeot oylinaer 

a i “aurves ure Foxe pare 191 to 196 | 

| Averace qusveé were nlao sade Fer G12 gauge lines of | 
eintler nature and position, these are founda pages g7 4 93 | 

| The ordinutes of the curve Glagtaos represent defetme= = : 
tions in otrain gouse divielons, che division coins equal to tao | 
| Sehethouvanathe of a9 inch io the @troin gauge Giagrace, and aqaucd 
te onenthowsantn of an ineh in the Ameo Adal ene In the cure 


i, Wey ta kh 
a 4 H WS iy 1 Was py 
Cie ee alee 9 ar Ma Ra \ 2 DAA oe 


aa | 7 ty) ‘ea, 6 Z Migs 
‘ pay 


oe Te 
br SO hg 


ig +” } . a) wie ts Hank po te rae 
Clb! ewe. omwir Ps igepns't-§) @de ; 
; ig: : en 


, ie 


7 mt” bl! |g te rd dade Wel’) Bia rors Tes , j Lae Oe Ot AP 
Bey ah fd URL pee CO ee OPH re nd RNa MONRO SM 
r y y i} . a (fa 5 fed “ ay ig ae 
. Fibs 
the | 


te aveoinacs ‘of, the curve represent the age of the | 
es in dayes Eoeh oirele representa the day a. ap a wan 
taken, the months being aleo recorded on the atagreas” 


Wein: wi weses The faa Line Marker total ieforastion shows the dstoraoe a 
tion aomally gotteng Be initiel roocing being taken as the ie 
mia and tae qubeequent tea dings referred vo it ue & base, bay yi 


The detted line wurked fenvarature 4eferustion givas the 
aeforaat ion dus to tenperature BLOG» Tie tox porneuce Gf the 


gonergte and atool were waa taken as thet viven by the reeaings j 1 
taken on the teapereture Walle, The gte@l temperature was Panaily 
“obbeined Gineze. & teaperature well wos elongeide cagh ber. Per the 
_ genarete % Little interpolation wag Dede mary af tines, the sonar ete 
 uge Ling being between tivo Lenpernture wolle, both od digferent: 
ements Generally the vertetion was only a few deuk 08s <a 
ie the 2orFoot beapersture ef the cenarete saa not aoed, the ener wae 
- Slight ginoe the yoriAtion in tesperature ifeu one reading te the : 
ef] ee wed aGnparat ivoaly creut, + | j 
| Wath the laree menber of ter poratare readings teken on : 
the dloexe or Op OA AAGNs y the tomere sare wt any poine de the 4 


a | pee hoan was known, The ourves, wo plotted, oun therefore be taken 


ne , representative of thy changes gue to temperature. a ao 
man ie f I “Gita 
Bes vd 4 The ot ena dao’ line ke the divferunce bevween the tame 


a pees ond the total Seforaction gurve, It, thuof ors reprovente i 
mares aus te she tate ie and noioture ohencee. Sa 


ey va 


Le ae ‘tel rina Fe, eae Gee hs Abo. i 6% yt a ier 1) Nes 


9 


ny a acy et he A | aaa F ‘a ate 


ee y\. * ks fy te 
v 1 ny" ; “ie anergy ¥ ily ¥ na I: A ihe Ny , 


7% 
‘ 


¢ 


WP 


{ 


we ‘v 
: bee mele 7.“ ’ 


\ Tl eee ee 


‘geal a) 


ii 
52. 
be Phenomena of the Test | 
| Gonorete Gauge Linea on Top -- On pages $9 and 76 are 
shown the average curves for the strain gauge resdings en top of 
Soecinene A and B respegbively. These show that when the specimens 
are exposed to the dry oir of the laboratory, shrinkage of the 


sconerete occurred continuing untill taken outdoors, Speeimen A 3 hOWe 


ed & alight decrease even of ¢or taken outdoors. 


When olaced outdoors the conerete beran to expand and 
reaghed ita maximum after a bud rainy period. The temperature of 


the conoretas during this maximum expension was approximately 43" ¥F 


lewer than the initial reading for Specimen A and 65° lower than 


the initial for Specimen B, The shrinkage deformation curve for 


Specimen A did not go above the bage line during thie period, altho 


this ourvedoes go above the base line slightly for Specimen B, 


With rising temperature and only slicht showers ocousion~ 


ally the conerete began to contract asain reeching a second minimam 


during & period of dty weather and rising temperature. 

Then followed osveral weeke of moiat weather. Heavy 
raine preceded the final readings, but it should be noted that a 
drop in temperature aleo occurred, The concrete expended rapidly 
dur ing this period, the shrinkeg@e deformation curve going above 
the base line, | 

Gauge Lines on the Side +. The soncrete seuge lines on the 
Sides follow the same general expansion and contrection as the ones 
on top. The variation is greater and wore irrepular, however, this 
can be accounted fer by noting that the plugs on top and bottom of 


the sides are set in a father large patch of neat cement mortar 


a 


| 


ied ee 
we 


. @ hie We 


arid 


oy 


53. 


which has an expansion coefficient greater than for coneretal The 
presence also of cracks in the cement mortar patches effects the 
expansion and contraction obtahed,. 

Gauge Lines on the Bottom -- The shrinkage deformation curves 
for the bottom shown on pages 70 and 77, are above the base line 
except for one or two points. Specimen A showed a slight expansion 
the first few readings, however both spedimens showed only slight 
contraction before being placed outdoors. | 

Specimen B expanded from the first reading outdoors, 
Specimen A showed contraction for the first reading outdoors, 
expansion followed with a maximum reading for both specimens on 
the same day as on top. A period of contraction followed which 
turned to expansion during the following moist weather. 

While the curves for shrinkage and moisture deformation 
for the top and bottom of both specimens are similar in character 
it should be noted that the arves for the bottom are essentially 
above the base line indicating expansion at.all times. 

The first two readings on the bottom for Specimen A show 
expansion. Since the specimen was then indoors and drying out it 
would be expected that a contraction would occur. The steel 
diagram for this period does show a slight contraction. The 
apparent discrepancy is very slight, AuGAY Bese halon only slightly 
more than one marked division on the strain gauge. This could be 
very easily caused by taking or getting an incorrect temperature 


or may be due to slightly different pressures on the strain gauge 


“de 
ied 
Seln sada 


bale? © 


[vi 
so nba saan raty 
7 2; al sari! 


bene el a 
rie ’ 


ro 4% ~ 


at white taking rowing, thie ae very posaible oo the resdings are 


; taken with the Sivan aaa px inte w, he eparcter being in & ue 
| org oF Laws Btralnud position. | 
vr mena goin €ifforence betroen the toy od debton sonarete 


strain pause Aines ig in the eaoun’ of oxpana lon shown. The ioLlowe 
ing oxplenut ton iy offerod, A look at the photographs will chow — 
$het the Gooeiuen ate not gag fron the qvound, abeu$ $8 feet. The 
vivaadig wilh aboorh aologure iron the aly equal te the tep 

, the botton shoe egliaste ae lature evaporating ffen the rensg, 


J mieture a micnaing when 14 stelaes the seed unJoraurfase os 
rane the conerotes Thin eollection of aoimture wee oveerved om several — 
—- aeanetona, sufficient eotatare boing present vo fora "beods of 
‘ event? , 
Sven though the bottom euriave 16 not oyoject te direct 

notovure throug teingall oo tha tep surface, the betitom te not 
onpesed to divest ovapetos ion a the tep ia Go that She aoiscure 
' Of the boiton to sore of u ized quontity during perioas when the 
| aie Aa Pe 2S hie orotuges enpeneien in the ones gta wings 


_—«'s Chmarete Gubjeoted to noes @onditiens expende unbAl whe condition 

ie Pewoveds | | 
| Sheinkage = The effeet of wmisture hue only been cone 

_ « @iGered in the | Peaed ing paragraphs tegarding oumtraction in the 
“generate, the effect of shrinkage wil) now be taken up. On pogas | 

Teond 79 age shown the adage ues FopRanueting gala Ge teaa in 

wate fs of Spesicena A and B respectively. 

een =" tn eRe 69 and 70 are hewn the curves for the somtraotion 
nee rae 2 bier es pate. wotton m Foepeativeny of Speatuen by 


ah ae er ib rik ; 


i Pan as t we ae wat 


ners £ 
nits ne 


of tedeogee 


- 


ots 1 7 
: ‘oo ; a 
“+ 3 i 


be eh 
a ne 


i 556 

| @a@8ded Aeoronee fron the InAtied while the bottou te alnest | 

extatly the saue o@ the imdthal reading, Mow note from the dagram 

oa pare 7e thats the meiatare gontent as cancun. “ove thom the- 

a “ini fad ieleniiehd 

| j A whway ef the aiagrane om gos 76.77 and 79 ppnow the 

‘assis conditions ger Opedioen By Tue colovure aontent 46 not 90 

setkes oa in Gpevinen A, however, the Gass genorel tendency ie 
ALtaough the ase oc the apectwens amd the namber of 

| | Readings | taken is cot Gulticiuns te dene definite congiu@ions, a 

on etudy of the aurven would infloste thet there is « chrinkarce of 

Ve the conercte taking plaes (that due to aet), sport from the - 


wieture aefernntion, 

Steel Gouge Linea « Disgrace on page 87 ond 68 anow the 
gurves for the stoel qaage linet.om Qpeetmen A. The gurve eagked 
gotereation duc te ganar ete bows & atPiking @isliarity 36 the 
Curves marked deforention gue to sciature chi sla@inkage in the 
Gonorete gauge Lined. | 

The curve showing the deformation of the steel due to the 
base line indicating tension. 
concrete, for the top, goes above the/ The conerete qange lines do 
| hot show an expancion neoosvery to produce this tension im the 
: Steel, The totten gece Llince agree better although the etool 
| | chews aero coproveion tward the lawt part of the teat then doua 
™ apnerate, 7 | | 
“Some part or all of this @eagreodent 4a probably due 
Tee ‘the aonazote gouge Lines being on the eurfaee whiie the senters 
ef tho ated adel ore idea tnonee rou whe sutfece, The conarete on 


<. ae 
yyy 


; , } i : wo ; ; 
fie Ede Sak sna | 
A seg ted? foe Ped i 


9 
v ’ ‘ ‘ ‘ea ae Pek 4 5, 
eer rem ag “. oe 
; a é wad ae Pe! : 


ég¢ art ene 


ah 7 wy. va ia ih 107 De Bees viens 
; Poss 


iv hg . GW Das naj vt Gs ar r at 
‘ M ‘i rs venga 


i abil ade! ting - aad we nt a man 


4 i) » 's —_—* 
ie Pr | 
ee id 


a : - geveeaa teakes fra the osteo, — 

a Tho Anes Da} Readings +» The Anse disk vesdings ona the 
be Slain ghige resdluge do not agiee aa well ag sight be, The conerad 4 
ie trend io the gaue in bothy iva. “hen the o$foim gause gu ding 
Ae shed.a ise the foes diak goadings do abees we 
i ie | | DALAL Sh Ypres 73, 74 ‘Shi 7p ohow Vie averige eonerete Be 


oe SGhdings Zor a &, ool @h paAge 7] ona 7g the etwel rend ings 
‘he Por Apesiven B che veadings ste on pr. go, 91 *Md ga, 


Gonpering the sarves representing the moisture and shrinkage 


yi éeforandten of Gpopinets achd By s% 1a geen thet the teukings for 
i" A ere above these for By, exdou§ fer the sen ser feohines 2hioh aee 
fi —sPabher Gekky | 

i | . Mo Aeoe Rial tandinge for the steed tore felled very 

. slozely these of the senators. Thia to t bo orspegted einee ange 

Z teing rondiny te ooune aorer tex the gonerete affevte the stock 

i randings C106, the Pordiings being token Lib Ganaoud Ly « 


cust why the dees dio) ew the sifoain gings pacatnge ue 
net agtes better panne be Tully debow ined ot She present tine, 
Bith a lercor munior ef recd inet sel & Loeteer pe fied of tias mere 
 —-« GOR ING sonslweionsa oon De Grint, Bou aowhe? itt ing fevtera wand te 
oe ee mentioned a® thin tine, [6 was moticsd in the ease of Bpeokaen 
i ‘ A thet the unsie aupporting the froue fer the tap row of rendings 
hed moved outward oud tigiontly te aouae binding on the fvane, How 
ava evrer covenent ef she angles would cause fs anknown. Avo ther 
“‘posatble douse of ormer io the frame, Whom the imiticd readings 
were token the oid0 were of tho Trang wore stenlgnt, Loter, strenows 
ci Lg th atand frese deforsod 16 slightly, Any deforention of the 
Fa  . api then on ntovided the deleraa» 


$a n ot ot ee Be cua Ng Kat 


ee ee ; € ) oy 

‘ay > See iy ag Wal a ie ‘ Y 

a a teu CNG. 
q re i : 


1 Py ¢ 


readings, since ae are taken 


oe en, 
LST, _ ey 


oo —- “ae . 


ea 
“bs, 


J par 
oe 
a 


‘ ments 
» % 7. 


57 6 


on the frame after each set of observations. There is a 
chance, however, that in moving the frame from one line to 
the next, the frame being somewhat flexible, that some change 


may occur. 


Pe 75 1 vA 


yy a ow) ae 


J 


Ang 


6 
al 


58. "0s ¥ 


Shs inkage an gonerete gon Be detutu ined by GtPain nonsutee 
mente bul the aitese due to ehxinkace is not oO exeily determined, 


 ‘Peforestion ta plein oonerete 4@ pot on inglecction ef etress einse 


the comerete flows gradanlly when aubjested te stress beocuse of 
iia phan ia notbere, | 

ik sonerete is retnforacs wtih @teel end shrinkace takes 
plece, tha steel ia put inte Comptes tot, Thie is beoause at eel 
dowa net flew under BLP GRG The soenorete io owk inte tenaion fer 
the reason that the ateol resiate the tiginkece ef the comrecte, 

To deteraine the streseca set up duo to shrinkage, several, 
emporimetiashove token at7ain seamutesents on apeclauens of plain 
conerete end seagenion speciogene of reinforesd sonorete te i ind the ~~ 
Feledlon baleen Gon Toaeivre e°nogsea if @¢e8l ond coneraie due 


te shrinkage, 


Prob. idy the beat and mat Posent inveatigat ion along 


lk 


thie line was waade by Porats Betemaste at the Univers ity of Tilineis, 


His investigations were conf ined altogether $e: Wael ay :00 LEN» 
wo gises of opeciwena were used, one velng « by 3 by 34 in. and 
‘the ovaer being O by OG by SA ing Be found thet screates up to the 


| ellovable working etter af wild @t¢el ahy be ¢et tp duc to the f 


she inka ef the eenetetes | 
He dabused formulae for avlauloting the coupresatve otrese 
in $he. Stee) and tensile etveon in the sonerety from the unit | 


H; & 


it By | deforeation of plein gonareie due te shrinkage, Tho derivetion of 


ba aa tneee formulue oath ba fous OM Poe S0eE1, Bulletin: 136, Univereity 


wl om 90H ne ogame’ Att 


si aay 


3 b aoe’ 
> 10) ate: of mvc amet 


erie 


7. . ‘ 
Tewwry 5 oe ae ol ou 
“4 


th TH rintpy ITO wed ates toate 


An) iis tf) r 4 


“FP é fs |; 1 a a 
¥e t 4 ie ; Seats 


4 
ee 


the formulas rot 


For the aasdews wnt gaupeeseive atwens in the ateak 


| L ap 
For the waxkinm anit Gentle stress in the aonsrote; 


Oy ®. 


i, = Bf 

Waere Ey + meiuhus of elostialty of the steel 
—. | 
p * yotio of otegl ares to the concrete area 


® © ahrinkaye in 6 wii leacth of plain concrete 
Theme equations are bened on tho folleving sasumyt lone 
{i} The steel reatreine the concrete uniforaly sneilsisdae 


oub ite oroos agotlot, 

{3) The bond stress io oxoportions, te the aiep one 
ment ef the gouner ete, 

(3) There to wm aligging of the b ots the bora ateens 


daing uiniwwn ot the of) ond ere of the gente?, Tha morkern 


soupreneive Si8e0o Wil thereliere acour 16 the counter. 
| Assumption (1) ecannet epply to any except apecimens of 
@uni gress sustion, se wed in T, Hateuscteta teste, For 


| Spoainen ef iseges arene aoution, the action of the steel will te | 
«Audited to o tox kow body of conerects adjacent to the bot, The 


 aeeusption that. there ig mm glippiag of tao bor is not atrietly 
wie hense che bond oteese wilh not vary oe tae ordinates of a 
bs uate ang erecke im the aonerete will alee ai feat shoe 


Ath palut WEAN Bos 


we 7 eent " a aha 


h& re 
- 


" 7 ba lal add ot F a : 

. nhs i * 

FL eit wate ee oe 

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a o 


Bae Ae Phe total deforastion at the tep of Specimen A ae 
iF deterainad by the Avnoe died io given om oie 194 The outer? pointe 
yh 


Been ate the outer ete@) tore on whieh the strain gauge readings were 
} taken, Tao huge kine for enct day of oboePvation chives the 
deforsetion tras the initial reading. A tonde ny ovard a sreeter 
esrinkegs 6b the edieces oon Be acen. 
On pare le? the totel deformation fer the tep rev of 
;  @pesiwon B ie given, The survee do not ahone encugh uniforadty 


yale to Gree ony acneinaions. 
, On paze9l6S and leathe total deferuction for the senses 
‘ | «Rew Of plugs of Bpeoinens A ond 8 are plotted. The dofernaciona 
| 7 Seg Father union agrese whe wi ath of the Opecicena, the last 
tro readings show & sar tot ton in Gowohs on Be 
08 pose 196 the ueforeatione for she bettes row of 
Specieen A are plotted. Speoisen B hed tee plugs lecacned during 
the revovel outdeove op that they could not ba gonpared to the 
other readings, The gurves for the lotton of 8: rs a, & are walformly 
higher on the east aide tham en the west aide, The reseon fer this 
| | ie net known, eilthough it @icht have been coused by an errer in the 
ba Mitial roodings, A evsdual ohipping of the fraxe while the 


¥ 4nitial rosdings were being tuken would cegount for this tentenay, 
Phas scene to be teasonable gingy G1 the curves vary in the cane 
| oye If tie ourves were orlented go ws te be tetizontel, the 
Yes shrinkage of the outer bere would be Groktar thsh shat of the 


— te Su. Hhe el eb et: ra 


mat 30 od le be 


et Bor : Ms OmV Ey a Rede ar ats ‘s at 
mar.” eish ehiek> ss eins ie ite Ate soe 0) Ween @ 
tt 2 x 


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os ) ye 7 . f ‘ Ks A wt of utr tad 
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: PA 
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en ae 


tne | il éter cekhions were ateraged for cook xow of both 
epooicens: and pleted on pages 182-183 to. see if there was any 
variation ‘tn & Var$iee’ plene, Roth apes lawne shew thet the Og: 
8nd bettos ehrunk sore then the center, The slopes of the | 


“A ours es WoRy, Ghie in en indieat 20% has there le no initials erpor 
AS entering in. 
if The average deformation of the middle vow B of the Anes 
0 dial po Gy towether with the overage ef the 84 in, strain eet 
ie vy Feedings os the Coy bolton pnd aides of oth apeainens eare 
we plotte’, Phges are shown on pave? 1e9 and 181 

| Those ourves Were platted to ecu whet vadation there woe in the unit 
Mi deforeantion in the oonoreta Sevens the oentrod portion ef the. 
4 : @peainens 3 Agbetiined iy the ‘etre Pa] aoange Teaiings oh the 
: | «Sites, the top ond kottem, wma vou the Aves G01 Poedings token 
i ty on the eenter vow of gluge ai the ints | 


The gurves aued Spegine A dhew hat the strain gous 
. renting age we nigely wish each other, the rian dial gurve however 


fr «AB @oneigerenly above the GUL, vary’ ng sore hha HETAVSL 
Mund ed pergent fron the average readings 
i Ay oy In qurvea ser Soeotaen B, the Aces Jil curve ogress 
- : tuiedy wail wlth the top end aides, The geuce line curve fox the | 
ia | bottos is sougwhat above the evoruge varying sfound 04 percent ; 
: sen ibs | | | 
pe ‘ A AY ate . Phe éhawtene on pages sresrrghor the tober deforsa tion 
H of the sonar ete ae the “P tnd boston of Speelocns h ond Bao | 
ie ght the 3 sty ihe anata gauge, These atagrase a sot | oe 


i: 


y 


ant | a a ‘ ww my) Baers ee! 


a Feat 


ie UH mee ele 7) f ; ed 

Te ay?! $ ; vy 

q : ‘ ' " | + me ¢ \- é 
| G20 


| ‘email ona attatia, 1% should be noted, however, that the euteiae” 
geage Lings ove 7 in, from the edme of the block, The dingraae 
indivn 6 Shid the Geierwation he Wilors betwom pointe Y ins 

i, feo the eiae of tha bieck, thare lo ne data imiieot ing theag this 

i Mh hig, deforantion ia/unitorn Wp GO Ge @Gge6, than at the center. 

‘ The abore Gisounedon bin v8oughs oni the following bene 


hat Sete 2 ae of the THVHAE Boss. 
: The shrinkage at ‘the’ top and at the bottom of a concrete” 
| block, like the ones used in these tests, is ereater at the 
extreme edges than at the center. | 
| The Gefermation in the ceniral portion of the black ad 
wntforn, hoeth an the Oy BIKE HOE LO. 
oy ‘ : Phe ceteris tony, across the middle of the 
Blowk is ieothealy unitore from adee ta - PhS 
«Fhe average suave for the top, aeant er and beliten rows 
i of 4aeea G18) plage ee hunger & sPonter abrinkace for tha toc and 
betters rows. than for the middle row. 
The Usunl deeumotlon that the entire avose eootion bao 
tha eoxe ohginkage 1¢ not kere out by this teat, In other words 
& plane geetion before ahFinkage dees not resin clane after shrinks k 


| fhe ate of the oerteat themool cecff isiens 4a vary 
- taportont in working Bp the ae gash of obteined in his toot. 
The ble rho ef deriving the pRoper opeffialent tox a OOnOE GSS 
fees in tite teat wan dinousned on pages 44 and a 
Te ian found re this aonorete had the Bone Savaind 
say parent hacks * a otote ws bia a any abnter ‘the Vich ales 


mt 


wit woe a 


iene ne o 


: 
ih ae a 


. a et ie é i i 7 < 7 j q oe uit tet eth: $e ei ha A 2 
: WA a At Aer 
‘ ‘ : 5 feted 2 = . ™ 4 
uy r Loe , n>) ° \ A mvEe « inthis ( » i ¥* wldie “ " % vite 
° rt] ° ~} ? 
; ' SAE *, tha ve TOM p phy 7 << 
y e > , 4 nye te c ‘ ge  ONy 
Mepieeé 6cs Te adsl Ae Ft se subaney ah iors 


a7 


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63. 4 


This ¢- ins ie anignery bolow the soogoted + due of 


“ Rees 940990088, @hies sovers. experimentera hove ohteined, In sone — 
Bs rooent sagen tounve Professor T, K, Hatt obtained velues from " 


eid : 000, dependins on the tesoerature of the Y 
7 gonerete. te found that the therve. ceefffletent varied with the 
ae lid | | 
o PR Geternining the deformation due to tenperature in th ie 

BaP, the walae of o,900008 


Oe wey wegk ae det.teined for this cone — 

M areata, Us ine Shie aoelPigions the defersation due te tener ture «© 
mis i acsounte fer a Lovee wart eF the tetal ceformution and aay | 
i ; epoount for ail of i¢ during eee poriode of Ding, 

in detersining sixeseas due to sh¥inkege er other onuses, 
ve the foyer eoetfictient of tharral exzponsion must be Known oc) | 


re arvect for the temperature chences, Sinse the resulting defoxnas 


oe after the temcersture corroation hae boon aude ie weuslly ; - 
| ALL, i die te the totel deter: ant Lot, 2 wrens bi opued oval Le iam 
i sey Gee gone iseranie error in the « Soules | 
OMe. | $m gage 189eand Ware ahewn ithe dtaarace ba the avernge: fi 
— $eaperetures of the 405, berton) otace and wiceie Ce ict 
| Speo inane A ond B. These dlagtars chow: the similarity between the 
tebe deformation gurves oad the tenp erature curves, Froa thene 7 
nets: - Atagrens, re will be seen that there 4 Vory Little safferenae 
d ' _ bebwoen the tenvcrature of the outside gonerete and the os narete a 
pi ” te ete, the vertaston veeralty sone wey afew deqteca, 
ick ny oe ea ee ante Ea * 


te w Ly Na , , a | 
yy " . al: . i 
TD ‘ : ay are, pe EN ; ij es abs sh 
i : CL . Ae ps i r ¢ at 
a, a Ae 
i ‘ 0 is et s Hy Y 


v4 &%s of abs) Ma af aa v 


2 
— ut 
at) 7, 77 


ey Hn a 


as Pe 

eer ro a viiiy! igre we iio pon nF en 

A it : td Len ath a y i shi | : 
Wat) 


af o 
ve 


Gare 


| Phe slagrans nhow ine the everage ourves for the strain 
ase | cuaagrer Toudinet on the gteal, toy and bottes of Bpeciveen A are 

By | (ehown on pages 7 and 6B. In che early athecea sonptession - 

| , in the stock aue 30 ota inkage aS the omorete is saewn when he ; 
‘ f Sloek wee indvore, on Femowl outdoors » Bike esepreseion changed. 
j to tongicn, the conorvete Aovine expanied. | : 

. The etrese in the eteel aug to the deferaation ef the 

s oe @Onerete Gan be taken fron these & heptane wipe the rich hana 


a ) mwegin, These acagered otreeice ore oompared wiih a few stresses " 


’ 


iM es oo Loe ket od by Metsumctets formalin, The ealoulaied strass se civen, 
by the forma in tho maxluun, henoe for = gauge length of &4 in, 
in an 8 tn, leneth of oorurate, the averese eixess will be 96 

iH peruent of the naxivun, Bee pagua 20«21, Dulietin 136. In - 

‘a tae @louls ting these etrus¢es, the unit shrinkege of slain eonerete ae 
ss gBUEd on Bpecimen B hay Gsen taken, | Ye lae se 
i“ Meneured Geresa =| 41700 olasD + TH OOD “306 
Bes Galealates * ~ 490 2hSD “1460 +556 736 


4; 17 
ihe vy 
Fy he 
Vy 
Ts | 


ie Homsured Stress ~ & Go “AERO Leeo wGto 
|g Sakeukates 2 ee Lise 240 


ah te i evident frou & atudy of the wteve teblve thet ier 
& we eateann oven’ ae ware wed tn thts teat, the forule for 


ul, j - , 
soy td. 


" , My ri ‘o ye a 5 4 a ' Is = a." cy, ; : 
a ene nl 8 a aii 
Vg ake ¢ i te oO Va a) ah hh ehh 


fo. eR on ' 
’ i wen 
sata 


ae ee 2 
9 5 ne 
7 et 


65. 


on the surface of plain concrete does not apply. This variatbn 
can be seen even in the small specimens as used by Matsumoto. 

See Bulletin 126, University of Illinois. 

(d) The Effect of Moisture Content Upon the Shrinkage of Concrete 

Diagrams showing the gain or loss in moisture of Specimens 
A. and B are shown on pages 78 and 79.. 

The first part of the curves show a drying out of the 
specimens. This part of the curve corresponds to a similar one in . 
the diacrans of the Ames dial readings and strain gauge readings. 
When there is a long continued period of rainfall, the moisture 
and the shrinkage deformation curves show an increase in the 
moisture content and a corresponding expansion of the concrete. 

On the day when the specimens contained the maximum amount of water, 
the readings did not show a corresponding increase in expansion.. 
fhis. reading did not show @ corresponding increase in expansion. 
This reading followed a single day of heavy rainfall. The rain, 
being of short duration, penetrated only the outer surface of the 
specimen not affecting the interior. This is shown by the diagram 


for the average curves for the middle row of Ames dial points, 


Co 


Specimen B, paze 81. 

| With small specimens, moisture will quickly penetrate 
through the entire cross section, giving large expansion deforma- 
‘tions. Teble 4, shows the expansion coefficients obtained by 
numerous experimenters on different mortars and concretes. On 


specimens of such size as were used in this test, shall penetration 


of moisture does not affect the main body of the concrete.’ 


-— - 


tay 


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100 ne 


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“= 


7. SUMMARY 


y Although fe fing) goncliusions oan be draun trem the > 
prenent investigotien tie So Sto Lieited natare, « brief aucuary of 
the wain pointe srought cut will ve given. 


| Le A POA seotiin welore shrinkage dows nob remain phane 
efter shyinkuge,  _ ¥ : | 
S. The atcrage unit deferostions of the sentral areas of 


$e top, tities, and vottan generally ieee fanitiy weil, 


oS. In the plein oecoioen the unit defereation of the 
Miidle ror of Anes dod pointe (sore af Blook), Agveed raxawkiably 
weld 4th the unit deforamtions ac getorsinad froin the Guier auriaces , . 
in the Peinforesd agesieah taia Que cenent wae not ao wood, 


$e The therand coeffiuient of wet ons avy semerete is the 


HONE, being JGR for conerete as ueed in thie toot. 

oe feu oreture GOtoroationrs Bagouns cox & large part of 
the tot«) doforustions and ay asvount for 211 sf 1% during soxce 
POF LodG | } 

 & Uniess long cont inacd, che affect of scleture is noo 

apparent in the cde ody of Latge o)ooinens on wed in thie teat. 

4s She inkace SiPaegeas in the Oteel aa deteroined tress 
delornntbions on plain gonarete eo ao agtue WIth Kenaured siresees, 


fs. The prevent investigetion po insta out the need of 


further inveatiowtion and ciudy ef the geforsations in sonerete 
 ~prédused by tesperature and moleture ghon-eo. | | 


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ae : Siri Herdening Ported, Yess Biote GolRege Exp, Sta. 
f: ay ane Bulletin Magee Ve by Pa CPO 
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The Pomporature ghange facies ana Lee wis eat ON Cote 


oxete she inkace @ TOLL Aa Gh She devdgn of gonex ate 
ee Strughuros, pe Lided 
Beets Oe ii 
ie Ss Chaniacey ana Poeting of Gonent. Azno hi, Londen 
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“ih in co datures Patent) 
er i | | Waite, Ay Me | 


ey i, 145 Dodteuction of eancnt morsare ‘and sonorete through 
Ae age ; 
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Wey 7 | -empamaton and qonttections Prod. Ams Goce Tost, Bate 
5 ae Wels ay Pe BOlkG, B, Bay ¥4 00, po BGeS0 

ee. i Pore, bis Te | 

BY aii 1. tnflucnos of Moisture on the Expenaion one Contraction 
thal oeanad he Ry, Oats f 1918 


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abe tate, of 112, Enge Exp. Sta, Bull, 22 
Ww, | Shrinkare ana fine Eifeota in Reinferesd Gonerate 
| ine. Baal flo. Bs Univ. of Binneseta 
Peul, Ou. H. an Mayhew, Rete haus 
BO. Anterior Tenperstur ee in Mase 
| Prods, Ams Inab, Civil Bue, Viel, py Pedeahs, 
Ads Ba Be Ved, ve 985 
«2910 )=«- Gulliauain, 
PN Sl. Traneveroal Shrinkage of Gonorete Structures 
Comptes rendue dae Seunoes de WAcniente des Sotenaes 
“¥, 169, Pe 25im? 
“1821 oat « Me ity 
ie Mls siesta come mpnesetien, an Pasoege Structures 


bi Bi ba beet, ony Hateunere, % 
tay ys Study of the. Bifeot of Moisture Ro elle upon the 
 “Bxpensdon and Gontroetion of Plain ond Re inforsed 

_ Seneretay Univ. of ILL. Bros xp. Bton, Bul. #1960 


aed ‘She snkage oma Tenporsture shonees in Reinforced 
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